Deviation rectifying method for pile foundation architecture inclination

A technology for inclination and building, applied in the field of building deviation correction, can solve the problems of large inclination rate, long deviation correction time, and difficult deviation correction, and achieve the effect of easy deviation correction process, easy implementation, and easy control.

Active Publication Date: 2008-11-19
江苏华都建设有限公司
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  • Description
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Problems solved by technology

The settlement method has the following problems: 1. It is only suitable for deflection correction of shallow-buried foundation buildings; 2. The workload cannot be accurately estimated, resulting in too long correction time
The jacking method has the following problems: 1. The cost is high; 2. It will cause additional settlement in the inclined direction, causing the deviation correction to be difficult to control, and the slope rate (the ratio of the building inc

Method used

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  • Deviation rectifying method for pile foundation architecture inclination
  • Deviation rectifying method for pile foundation architecture inclination
  • Deviation rectifying method for pile foundation architecture inclination

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Embodiment Construction

[0036] A residential area in Nanjing is located outside Shuiximen, north of Chatinggong East Street, and south of Fenghuang West Street. The landform unit belongs to the Yangtze River floodplain area. Building No. 8 in the community tilted as a whole due to foundation excavation, large-area seed loading and improper design of pile foundations.

[0037] Building No. 8 is a six-story residential building with a height of H=18.6m, a foundation length of b=16m, and a foundation width of l=9.64m. There are 307 pile foundations under the foundation, which are arranged in 11 rows along the length of the residential building. 15m long.

[0038]The foundation is from top to bottom: ③ layer of silty silty clay, blue-gray-gray black, saturated, fluid plastic, layer thickness 5.13-8.14m; ④ layer of silty silt, blue-gray-gray black, saturated, fluid plastic , layer thickness 2.45-4.56m; ⑤ layer of silty silty clay, blue gray-grey black, saturated, fluid plastic, layer thickness 6.67-6.95m...

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Abstract

The invention relates to a correction method for a pile foundation building after tilted. The correction method comprises the following construction steps that: six observation points are arranged on a roof floor of the building; inclination values of various points are measured and the maximum inclination value is taken; the settling amount of the building in the inclined direction and the settling amount of the building opposite to the inclination direction are calculated; the hole pitch of core drawing holes and the number of the core drawing holes arranged are calculated; the settling amount of each core drawing hole provided during the correction process is calculated; a first batch of the core drawing holes are arranged and silt in the holes is drawn out, and then the building is settled opposite to the inclination direction; the sedimentation values of the six points are measured after 24 hours, and the daily average sedimentation speeds of three pairs of the observation points are calculated and are all less than or equal to 10 millimeters per day; a second batch of the core drawing holes, a third batch of the core drawing holes and a fourth batch of the core drawing holes are arranged and measured according to the same method as the first batch; when the slope gradient of a point with the maximum inclination value among the six observation points is less than or equal to 0.3 percent of the safety standard and is still less than the safety standard after 90 days, the correction operation is over. The method is easy to implement and has high precision and low cost.

Description

technical field [0001] The invention relates to building deflection correction technology, in particular to a deflection correction method for tilted pile foundation buildings. Background technique [0002] With the development of the economy, there are more and more commercial and civil buildings. At the same time, the buildings are developing from low-rise to multi-storey, and shallow foundations (such as strip foundations, raft foundations and box foundations) to deep foundations (such as pile base) development. However, in many parts of the country, especially in the middle and lower reaches of the Yangtze River and coastal cities, it often happens that the built buildings are tilted, which may cause cracks in the buildings and require reinforcement, and cause the beams and slabs of the buildings to break and make the buildings unusable. . [0003] There are two reasons for the tilt of the building, both internal and external. The internal cause is that the foundation...

Claims

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Application Information

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IPC IPC(8): E02D35/00
Inventor 陈家琪樊敬亮邹宝祥程知言赵善禄褚既武刘祖春徐方敏
Owner 江苏华都建设有限公司
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